Bridge Statistics for Beavertown, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 52ft / 15.6mTotal length
- $639,000Total costs
- 23,092Total average daily traffic
- 1,768Total average daily truck traffic
- 26,848Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Beavertown
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 21920-1929
- 21940-1949
- 11950-1959
- 11970-1979
- 12000-2009
- 32010-2019
- Bridge Condition - Deck
- 28.6%Very good
- 57.1%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 28.6%Good
- 28.6%Satisfactory
- 42.9%Fair
- Bridge Condition - Substructure
- 42.9%Good
- 57.1%Fair
- Bridge Condition - Channel
- 9.1%Very good
- 45.5%Good
- 9.1%Satisfactory
- 18.2%Fair
- 18.2%Poor
- Bridge Condition - Culverts
- 75.0%Very good
- 25.0%Fair
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Structure Number: 31117, Location: BEAVERTOWN BORO (Lat: 40.751081, Lng: -77.176189), Route carried "on" structure: US 522, Year Built: 1929, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,438 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,392 (year 2032), Features Intersected: TRIBUTARY MIDDLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.226, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2020, Other Special Inspection Date: Febuary 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $50,000, Total Project Cost: $96,000, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 31117, Location: BEAVERTOWN BORO (Lat: 40.751081, Lng: -77.176189), Route carried "on" structure: US 522, Year Built: 1929, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,438 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,392 (year 2032), Features Intersected: TRIBUTARY MIDDLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.226, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2020, Other Special Inspection Date: Febuary 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $50,000, Total Project Cost: $96,000, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 31255, Location: 2 MI N OF BEAVERTOWN (Lat: 40.770228, Lng: -77.178794), Route carried "on" structure: State highway , Year Built: 1922, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 408 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 340 (year 2032), Features Intersected: KERN RUN, Facility Carried by Structure: SR 4007 & TWP.RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.003, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2020, Other Special Inspection Date: Febuary 2021, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $50,000, Total Project Cost: $186,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 31255, Location: 2 MI N OF BEAVERTOWN (Lat: 40.770228, Lng: -77.178794), Route carried "on" structure: State highway , Year Built: 1922, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 408 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 340 (year 2032), Features Intersected: KERN RUN, Facility Carried by Structure: SR 4007 & TWP.RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.003, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2020, Other Special Inspection Date: Febuary 2021, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $50,000, Total Project Cost: $186,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3127, Location: 4 MI E.OF BENFER (Lat: 40.779169, Lng: -77.144611), Route carried "on" structure: State highway , Year Built: 1944, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 345 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 293 (year 2032), Features Intersected: TRIBUTARY MIDDLE CREEK, Facility Carried by Structure: CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.765, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2020, Other Special Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $7,000, Total Project Cost: $30,000, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3127, Location: 4 MI E.OF BENFER (Lat: 40.779169, Lng: -77.144611), Route carried "on" structure: State highway , Year Built: 1944, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 345 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 293 (year 2032), Features Intersected: TRIBUTARY MIDDLE CREEK, Facility Carried by Structure: CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.765, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2020, Other Special Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $7,000, Total Project Cost: $30,000, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 31271, Location: 4 MI W OF MIDDLEBURG BORO (Lat: 40.779028, Lng: -77.144811), Route carried "on" structure: State highway , Year Built: 1948, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 345 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 293 (year 2032), Features Intersected: TRIBUTARY MIDDLE CREEK, Facility Carried by Structure: CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.771, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $50,000, Total Project Cost: $86,000, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 31271, Location: 4 MI W OF MIDDLEBURG BORO (Lat: 40.779028, Lng: -77.144811), Route carried "on" structure: State highway , Year Built: 1948, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 345 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 293 (year 2032), Features Intersected: TRIBUTARY MIDDLE CREEK, Facility Carried by Structure: CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.771, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $50,000, Total Project Cost: $86,000, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 31282, Location: .5 MI NW OF BEAVERTOWN (Lat: 40.762281, Lng: -77.175103), Route carried "on" structure: City street , Year Built: 1955, Status: Posted for load, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 200 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 309 (year 2031), Features Intersected: OVER TRIB.TO MIDDLE CREE, Facility Carried by Structure: T-588 BEAVER TWP.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $50,000, Total Project Cost: $111,000, Deck Structure Type: Open Grating
Structure Number: 31282, Location: .5 MI NW OF BEAVERTOWN (Lat: 40.762281, Lng: -77.175103), Route carried "on" structure: City street , Year Built: 1955, Status: Posted for load, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 200 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 309 (year 2031), Features Intersected: OVER TRIB.TO MIDDLE CREE, Facility Carried by Structure: T-588 BEAVER TWP.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $50,000, Total Project Cost: $111,000, Deck Structure Type: Open Grating
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Structure Number: 31283, Location: 1.5 MI.NE OF BEAVERTOWN (Lat: 40.775581, Lng: -77.144736), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 200 (year 2009), Average Future Daily Traffic: 309 (year 2031), Features Intersected: OVER MIDDLE CREEK, Facility Carried by Structure: COVER. BR.RD T-600
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $50,000, Total Project Cost: $130,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 31283, Location: 1.5 MI.NE OF BEAVERTOWN (Lat: 40.775581, Lng: -77.144736), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 200 (year 2009), Average Future Daily Traffic: 309 (year 2031), Features Intersected: OVER MIDDLE CREEK, Facility Carried by Structure: COVER. BR.RD T-600
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $50,000, Total Project Cost: $130,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 41695, Location: 7 MI W OF MIDDLEBURG (Lat: 40.767306, Lng: -77.133619), Route carried "on" structure: US 522, Year Built: 2002, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 4,372 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 5,178 (year 2032), Design Load: HL 93, Features Intersected: TRIB TO MIDDLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.224, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 41695, Location: 7 MI W OF MIDDLEBURG (Lat: 40.767306, Lng: -77.133619), Route carried "on" structure: US 522, Year Built: 2002, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 4,372 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 5,178 (year 2032), Design Load: HL 93, Features Intersected: TRIB TO MIDDLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.224, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 46222, Location: 1 MI N OF BEAVERTOWN BORO (Lat: 40.770083, Lng: -77.179264), Route carried "on" structure: State highway , Year Built: 2010, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 408 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 340 (year 2032), Design Load: HL 93, Features Intersected: MIDDLE CREEK, Facility Carried by Structure: SR 4007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 46222, Location: 1 MI N OF BEAVERTOWN BORO (Lat: 40.770083, Lng: -77.179264), Route carried "on" structure: State highway , Year Built: 2010, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 408 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 340 (year 2032), Design Load: HL 93, Features Intersected: MIDDLE CREEK, Facility Carried by Structure: SR 4007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 47211, Location: BOROUGH OF BEAVERTOWN (Lat: 40.749969, Lng: -77.179822), Route carried "on" structure: US 522, Year Built: 2012, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 5,438 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,392 (year 2032), Design Load: HS 20, Features Intersected: KERN RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.226, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020
Structure Number: 47211, Location: BOROUGH OF BEAVERTOWN (Lat: 40.749969, Lng: -77.179822), Route carried "on" structure: US 522, Year Built: 2012, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 5,438 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,392 (year 2032), Design Load: HS 20, Features Intersected: KERN RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.226, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020
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Structure Number: 47446, Location: 0.5 MI E OF BEAVERTOWN (Lat: 40.758558, Lng: -77.159208), Route carried "on" structure: US 522, Year Built: 2012, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,438 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,392 (year 2032), Design Load: HL 93, Features Intersected: WETZEL RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.790, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020
Structure Number: 47446, Location: 0.5 MI E OF BEAVERTOWN (Lat: 40.758558, Lng: -77.159208), Route carried "on" structure: US 522, Year Built: 2012, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,438 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,392 (year 2032), Design Load: HL 93, Features Intersected: WETZEL RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.790, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020
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Structure Number: 48011, Location: 0.1 MI EAST HETRICK ROAD (Lat: 40.754622, Lng: -77.176936), Route carried "on" structure: Other road , Year Built: 1901, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 500 (year 2018), Average Future Daily Traffic: 610 (year 2038), Features Intersected: LAUPHERS RUN, Facility Carried by Structure: OLD ORCHARD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Toll: Toll bridge, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 48011, Location: 0.1 MI EAST HETRICK ROAD (Lat: 40.754622, Lng: -77.176936), Route carried "on" structure: Other road , Year Built: 1901, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 500 (year 2018), Average Future Daily Traffic: 610 (year 2038), Features Intersected: LAUPHERS RUN, Facility Carried by Structure: OLD ORCHARD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Toll: Toll bridge, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021